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SHEET NO. DESCRIPTION
INDEX OF SHEETS
OR AS ORDERED.
LEVELING COURSE TO THE RATES INDICATED ON THE PLANS
MODIFY SUPERELEVATION ON EXISTING CURVES BY THE USE OF A
WITHOUT FIRST MAKING PROVISIONS FOR RELOCATION.
NO EXISTING MONUMENTS, BOUNDS, OR BENCHMARKS SHALL BE DISTURBED
OTHERWISE SHOWN ON THE PLANS OR AS ORDERED BY THE ENGINEER.
PERFORM ALL WORK WITHIN THE EXISTING RIGHT-OF-WAY, UNLESS
REMOVE UNPROTECTED PROJECT MARKERS (SUBSIDIARY).
1
2
3
4
5
6
7
8
WILL BE USED ON THIS PROJECT:
THE FOLLOWING GENERAL NOTES
GENERAL NOTES
EQUIPMENT, ESPECIALLY CRANES AND PILE DRIVING EQUIPMENT.
EXTREME CAUTION WILL BE REQUIRED IN THE OPERATION OF
ON REGULAR POLES. THE CONTRACTOR IS ADVISED THAT
AND RUNNING ALONG THE ROAD THROUGHOUT THE PROJECT EVEN
THROUGHOUT THE PROJECT WITH CROSSINGS AT VARIOUS LOCATIONS
HIGH TENSION OVERHEAD TRANSMISSION LINES ARE LOCATED
THE CONTRACT.
MARKERS ORDERED WILL BE PAID UNDER THE APPROPRIATE ITEMS OF
BE RESET (SUBSIDIARY). ADDITIONAL DELINEATORS AND WITNESS
DETERMINED BY THE ENGINEER TO BE IN ACCEPTABLE CONDITION SHALL
EXISTING DELINEATORS AND WITNESS MARKERS THAT ARE REMOVED AND
9
SUBSIDIARY TO THE APPROPRIATE 203 ITEMS.
INCLUDED IN THE QUANTITY SUMMARIES, AND ARE CONSIDERED
AS SHOWN ON THE TYPICALS HAVE NOT BEEN CALCULATED AND ARE NOT
QUANTITIES FOR EMBANKMENT AND EXCAVATION FOR SLOPE ROUNDINGS
STATE PROJECT NO. SHEET NO. TOTAL SHEETS
21832
DGN
21832index_sheet
STATE OF NEW HAMPSHIRE
DEPARTMENT OF TRANSPORTATION BUREAU OF HIGHWAY DESIGN
2 20
AND GENERAL NOTES
INDEX OF SHEETS
STANDARDPLANS/INDEX.HTM.
AT: WWW.NH.GOV/DOT/ORG/PROJECTDEVELOPMENT/HIGHWAYDESIGN/
FOR STANDARD PLANS, SEE DEPARTMENT OF TRANSPORTATION WEBSITE
REVISION DATE
9-1-2016
1 2 4 5 6 8 9
ELEVATIONS ARE REFERENCED TO NAVD88.
NAD83, 2007 ADJUSTMENT AND THE BEARINGS ARE GRID.
COORDINATES ARE NEW HAMPSHIRE STATE PLANE COORDINATES OF
FIELD NOTES CAN BE FOUND IN THE FIELD BOOK 12745.
SURVEY DATA FOR THIS PROJECT WAS COLLECTED BY SDR AND THE
16-20 NH ROUTE 11
CROSS SECTIONS
15 GENERAL PLANS
ROADWAY PLANS
TERMINAL UNIT DELINEATION 14
LONGSPAN GUARDRAIL DETAILS 12,13
GRADING PLAN11
CULVERT & HEADWALL DETAILS10
CULVERT LONGITUDINAL SECTIONS 9
DETAILS
8 PAVEMENT MATCH & CULVERT EXCAVATION
SPECIAL USE PLANS
& PERM CONSTRUCTION SIGN SUMMARY
6,7 SUMMARY OF QUANTITIES
5 TYPICAL SECTION
3,4 STANDARD SYMBOLS
2 INDEX OF SHEETS AND GENERAL NOTES
1 TITLE PAGE
w
DRIVEWAYS
BUILDINGS
FOUNDATION
STEPS AND WALK
INTERMITTENT WATER COURSE
SHORE LINE
BRUSH OR WOODS LINE
TREES (PLANS)
HEDGE
WELL
SEPTIC TANK
LEACH FIELD
GAS PUMP
FUEL TANK (ABOVE GROUND)
GRAVE
ROCK OUTCROP
ORIGINAL GROUND
(TYPICALS & SECTIONS ONLY)
(TYPICALS)
ROCK LINE
STONE WALL
RETAINING WALL (LABEL TYPE)
SIGNS
MAILBOX
(label type)
(label type)
river/stream
(deciduous)(coniferous) (stump)
(double post)
(single post)
(label type)
SATELLITE DISH ANTENNA
DELINEATED WETLAND
BORING LOCATION
TEST PIT
CONSTRUCTION BASELINE
PC, PT, POT (ON CONST BASELINE)
PI (IN CONSTRUCTION BASELINES)
INTERSECTION OR EQUATION OF
TWO LINES
ORIGINAL GROUND LINE
(PROFILES AND CROSS-SECTIONS)
PROFILE GRADE LINE
(PROFILES AND CROSS-SECTIONS)
SLOPE LINE (FILL)
SLOPE LINE (CUT)
ORIGINAL GROUND ELEVATION (LEFT)
FINISHED GRADE ELEVATION (RIGHT)
INTERSTATE NUMBERED HIGHWAY
UNITED STATES NUMBERED HIGHWAY
STATE NUMBERED HIGHWAY
PROFILES AND CROSS SECTIONS:
(label surface type)
pond
(label size & type)
FLAG POLE
ENGINEERING
SLOPE LINE
79.
14
72.
5
CLEARING LINE
EDGE OF PAVEMENT
TRAVELED WAY
ROADWAY
PROPOSED
roadway
existing
outside slope lines)
(pavement removed
be removed)
(building to
of building)
(label house or type
water body)
(label name of
fp
field
leach
retained ground)
(points toward
s
gp
ft
gr
mb
da
vpVENT PIPE
PHONE
TIDAL BUFFER ZONE
ORDINARY HIGH WATER
SPECIAL AQUATIC SITE
TOP OF BANK
TOP OF BANK & ORDINARY HIGH WATER
VERNAL POOL
INVASIVE SPECIES
SLOPE LINE
CLEARING LINE
30 31 32
GENERAL
ph
STORAGE TANK FILLER CAP
2
PUB2E
cgr
JERSEY BARRIER
fc
B
WATER FRONT BUFFER
NATURAL WOODLAND BUFFER
POTENTIAL WET AREA SYMBOL
MONITORING WELL
II
I.S.
I
I.S.INVASIVE SPECIES LABEL
TP
PRIME WETLAND
WETLAND DESIGNATION AND TYPE
293
3
102
BRIDGE CROSSINGS
STREAM OVERPASS
TREE OR STUMP (CROSS-SECTIONS)
(show station, circumference in feet & type)
existing PROPOSED
500 YEAR FLOODPLAIN BOUNDARY
100 YEAR FLOODPLAIN BOUNDARY
FLOODPLAIN / FLOODWAY
FLOODWAY
GROUND LIGHT/LAMP POST gl lp
FENCE (LABEL TYPE)
CURB (LABEL TYPE)
w
mon
SHEET 1 OF 2
NON-JURISDICTIONAL DRAINAGE AREA
COWARDIN DISTINCTION LINE
PRIME WETLAND 100' BUFFER
WIDTH AT BANK FULL
MEAN HIGH WATER
MEAN LOW WATER
DEVELOPED TIDAL BUFFER ZONE
REFERENCE LINE
SHORELAND - WETLAND
GUARDRAIL (label type)bgr
NORMAL HIGH WATER
HIGHEST OBSERVABLE TIDE LINE
PROTECTED SHORELAND
REVISION DATE
11-21-2014
STATE PROJECT NO. SHEET NO. TOTAL SHEETS
21832
DGN
21832StdSymb1_2
STATE OF NEW HAMPSHIRE
DEPARTMENT OF TRANSPORTATION BUREAU OF HIGHWAY DESIGN
3 20
STANDARD SYMBOLS
TELEPHONE POLE
POWER POLE
JOINT OCCUPANCY
MISCELLANEOUS/UNKNOWN POLE
POLE STATUS:
AS APPLICABLE e.g.:
LIGHT POLE
LIGHT ON POWER POLE
LIGHT ON JOINT POLE
(plot point at face
not center of symbol)
RIGHT-OF-WAY LINE
PROPERTY LINE
TOWN LINE
COUNTY LINE
STATE LINE
BOUND
DRILL HOLE IN ROCK
NATIONAL FOREST
(label type)
BOW
CONCORD
COOS
GRAFTON
MAINE
IRON PIPE OR PIN
NHDOT PROJECT MARKER
PEDESTAL WITH PEDESTRIAN SIGNAL
HEADS AND PUSH BUTTON UNIT
CONTROLLER CABINET
METER PEDESTAL
PULL BOX
LOOP DETECTOR (QUADRUPOLE)
LOOP DETECTOR (RECTANGULAR)
(label size)
(label size)
PROPERTY PARCEL NUMBER
HISTORIC PROPERTY
WATER SHUT OFF
GAS SHUT OFF
RAILROAD
RAILROAD SIGN
RAILROAD SIGNAL
(label ownership)
HYDRANT
UTILITY JUNCTION BOX
MAST ARM (existing)
OPTICOM RECEIVER
OPTICOM STROBE
MANHOLE
CATCH BASIN
DROP INLET
DRAINAGE PIPE (existing)
EROSION CONTROL/ STONE
SLOPE PROTECTION
(existing)
DRAINAGE
BOUNDARIES / RIGHT-OF-WAY
UTILITIES
di
cb (PROPOSED)
RCP
g os
H Y D
12
DRAINAGE PIPE (PROPOSED)
HEADER (existing & PROPOSED)
REMOVE, LEAVE, PROPOSED, OR TEMPORARYEND SECTION (existing & PROPOSED)
OPEN DITCH (PROPOSED)
SEWER
TELEPHONE
ELECTRICAL
GAS
30' MA
NEW HAMPSHIRE
S/L T/L
bnd
TOWN LINE MONUMENT
STATE LINE/
of flow
direction
show& type)
(label size
& type)
(label size
W/ FLUSHING BASIN
UNDERDRAIN (PROPOSED)
STAN'S
SIGN
MANHOLES
TRAFFIC SIGNAL
RR RIGHT-OF-WAY LINE
PROPERTY LINE (COMMON OWNER)
TAX MAP AND LOT NUMBER
protection)
(with stone outlet
6.80 Ac.±
1642/341
14
156
note if abandoned)
label size, type and
(on existing lines
UNDERGROUND UTILITIES
W/ FLUSHING BASINUNDERDRAIN (existing)
L P+04
25.0'
R T+04
25.0'
jb
M H T
M H E
M H S
M H G
SOG
W
SO
m h
e
m h
g
hy d
m ht
m h
s
wso
cc
pb
mp
PB
MP
(NOTE ANGLE FROM Å)
FENCING NOTE
CLEARING AND GRUBBING AREA
DRAINAGE NOTE
GUARDRAIL NOTE
G-1
B-1
LIGHTING NOTE
EROSION CONTROL NOTE
A
1
A
A
1
A
CONSTRUCTION NOTES
(PROPOSED)
GUY POLE OR PUSH BRACE
BENCH MARK / SURVEY DISK
METAL or PLASTIC
CURB MARK NUMBER - GRANITE
CURB MARK NUMBER - BITUMINOUS
fb
TELEPHONE
ELECTRIC
GAS
LIGHTING
FIBER OPTIC
INTELLIGENT TRANSPORTATION SYSTEM
WATER
SEWER
JB
CC
SIGNAL CONDUIT
PROPOSEDexistingPROPOSEDexisting
dh
ip
1TRAFFIC SIGNAL NOTE
SHEET 2 OF 2
m h
uUNKNOWN
m hd
TRAFFIC SIGNALS / ITS
ITS NOTE 1
FIBER OPTIC DELINEATOR
s vf
ITSitsVS F
FODfod
VARIABLE SPEED LIMIT SIGN
DYNAMIC MESSAGE SIGN
FIBER OPTIC SPLICE VAULT
ROAD AND WEATHER INFO SYSTEM
CAMERA POLE (CCTV)
ITS EQUIPMENT CABINET
CONSERVATION LAND
OVERHEAD WIRE
(label type)
REVISION DATE
9-1-2016
STATE PROJECT NO. SHEET NO. TOTAL SHEETS
21832
DGN
21832StdSymb1_2
STATE OF NEW HAMPSHIRE
DEPARTMENT OF TRANSPORTATION BUREAU OF HIGHWAY DESIGN
4 20
STANDARD SYMBOLS
FACE OF GUARDRAIL FACE OF GUARDRAIL
4'-0" 12'-0" 12'-0" 12'-0" 5'-0"
EXISTING
MATCH
EXISTING
MATCH2" 3" 3"6"
21"
66"
ITEM 647.1 - HUMUS
Old Ground
ITEM 647.1 - HUMUS
Old Ground
NH ROUTE 11
2'-6"2'-6"
3:1
& GRADE LINE
CONST. >
SLOPE OF T.W.
3:1
1'-0"
Old Ground
2:1
4:1
2:1
4:1
Old Ground
1'-0"
1'-6"
ITEM 304.3 - CRUSHED GRAVEL(F)
ITEM 304.2 - GRAVEL(F)
STA. 104+64 TO STA. 105+53
1'-6"
EXCAVATION DETAIL (SHEET 8).
ITEM 304.1 - SAND (F) SHALL BE SUBSIDIARY EXCEPT AS SHOWN IN THE CULVERT3.
SELECT MATERIALS TO BE DAYLIGHTED WHEN POSSIBLE (2:1 OR STEEPER SLOPES)2.
SEE GENERAL PLAN FOR CLEARING LIMITS.1.
ROADWAY TYPICAL NOTES:
(SEE NOTE 3)
SAND PER ITEM 304.1
6" BINDER COURSE 0.342 TON/SY (2-LIFTS)
2" WEARING COURSE 0.114 TON/SY
ITEM 403.11 - HBP MACHINE METHOD
STATE PROJECT NO. SHEET NO. TOTAL SHEETS
SH
EE
T
CH
EC
KE
D
AS
BUI
LT
DE
TAI
LS
DA
TE
DA
TE
DA
TE
DA
TE
NU
MB
ER
DA
TE
ST
ATI
ON
ST
ATI
ON
DE
SC
RI
PTI
ON
RE
VI
SI
ON
S
AF
TE
R
PR
OP
OS
AL
21832
DGN
21832_Typical
STATE OF NEW HAMPSHIRE
SD
R
PR
OC
ES
SE
D
NE
W
DE
SI
GN
DEPARTMENT OF TRANSPORTATION BUREAU OF HIGHWAY DESIGN
5 20
TYPICAL SECTION
LM
S
JA
A
06/2017
07/2017
STATE PROJECT NO. SHEET NO. TOTAL SHEETS
SH
EE
T
CH
EC
KE
D
AS
BUI
LT
DE
TAI
LS
DA
TE
DA
TE
DA
TE
DA
TE
NU
MB
ER
DA
TE
ST
ATI
ON
ST
ATI
ON
DE
SC
RI
PTI
ON
RE
VI
SI
ON
S
AF
TE
R
PR
OP
OS
AL
21832
DGN
21832Summary
STATE OF NEW HAMPSHIRE
SD
R
PR
OC
ES
SE
D
NE
W
DE
SI
GN
DEPARTMENT OF TRANSPORTATION BUREAU OF HIGHWAY DESIGN
6 20
SUMMARY OF QUANTITIES
LM
S
JA
A
08/2017
08/2017
STATE PROJECT NO. SHEET NO. TOTAL SHEETS
SH
EE
T
CH
EC
KE
D
AS
BUI
LT
DE
TAI
LS
DA
TE
DA
TE
DA
TE
DA
TE
NU
MB
ER
DA
TE
ST
ATI
ON
ST
ATI
ON
DE
SC
RI
PTI
ON
RE
VI
SI
ON
S
AF
TE
R
PR
OP
OS
AL
21832
DGN
21832Summary
STATE OF NEW HAMPSHIRE
SD
R
PR
OC
ES
SE
D
NE
W
DE
SI
GN
DEPARTMENT OF TRANSPORTATION BUREAU OF HIGHWAY DESIGN
7 20
SUMMARY OF QUANTITIES
LM
S
JA
A
08/2017
08/2017
NOT TO SCALE
15'
BEGIN & END CONSTRUCTION PAVEMENT MATCH
Existing Pavement
CONSTRUCTION
BEGIN/END
2" WEARING COURSE
ITEM 403.11 - HBP MACHINE METHOD
6" BINDER (2-LIFTS)
ITEM 403.11 - HBP MACHINE METHOD
BITUMINOUS PAVEMENT
ITEM 628.2 - SAWED(SEE DETAIL BELOW)
STA. 104+79 & STA. 105+38
(MIN LENGTH = 5 FT./INCH OF DEPTH)
SUBSIDIARY TO ITEM 403.11
TEMPORARY PAVEMENT FILLET
ITEM 417. - COLD PLANING BITUMINOUS SURFACES (2" DEEP)
6"
21"
66"
2" 6"
BEGIN CONSTRUCTION
STA. 104+64
END CONSTRUCTION
STA. 105+53
Existing Pavement Existing Pavement
STA. 104+84
STA. 105+38STA. 104+64 STA. 105+53
ITEM 304.2 - GRAVEL(F)
ITEM 304.3 - CRUSHED GRAVEL(F)
STA. 104+89 STA. 105+28
STA. 105+33
EXCAVATION
CULVERT REPLACEMENT
>
5'X 7'CMP ARCH
EXISTING
STA. 105+01
>
36" RCP
PROPOSED
STA. 105+03
STA. 104+79
SUBSIDIARY TO ITEM 403.11
SAW OR WHEEL CUT PAVEMENT
SUBSIDIARY TO ITEM 403.11
SAW OR WHEEL CUT PAVEMENTITEM 304.1 - SAND (F)
ITEM 304.1
SAND PER
ITEM 508. - STRUCTURAL FILL
STA. 104+94 STA. 105+23
STATE PROJECT NO. SHEET NO. TOTAL SHEETS
SH
EE
T
CH
EC
KE
D
AS
BUI
LT
DE
TAI
LS
DA
TE
DA
TE
DA
TE
DA
TE
NU
MB
ER
DA
TE
ST
ATI
ON
ST
ATI
ON
DE
SC
RI
PTI
ON
RE
VI
SI
ON
S
AF
TE
R
PR
OP
OS
AL
21832
DGN
21832_PVM
STATE OF NEW HAMPSHIRE
SD
R
PR
OC
ES
SE
D
NE
W
DE
SI
GN
DEPARTMENT OF TRANSPORTATION BUREAU OF HIGHWAY DESIGN
8 20
CULVERT EXCAVATION DETAILS
PAVEMENT MATCH &
LM
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JA
A
06/2017
07/2017
>
STEEL PIPE-ARCH
POLYMER COATED
103"X 71"
PROPOSED
STA. 105+14
ITEM 206.1 - COMMON STRUCTURE EXCAVATION, PAY LIMITS
29'-0"
R.C.PIPE - INVERT OUT = TOP OF STONE 243.65
2. R.C.PIPE - INVERT IN = TOP OF STONE 244.25
METAL ARCH - INVERT OUT = TOP OF STONE 240.65
1. METAL ARCH - INVERT IN = TOP OF STONE 241.25
CULVERT TYPICAL NOTES:
NOT TO SCALE
ITEM 585.2- STONE FILL, CLASS BITEM 585.2- STONE FILL, CLASS B
Ground
Existing
Ground
Existing
INV.= EL. 244.25INV.= EL. 243.65
INV.= EL. 241.25
INV.= EL. 240.65
PERM CONTROL CL.1, NON-WOVEN
ITEM 593.411- GEOTEXTILE;
PERM CONTROL CL.1, NON-WOVEN
ITEM 593.411- GEOTEXTILE;
SEE ROADWAY TYPICAL FOR SURFACING DETAILS
ITEM 585.2- STONE FILL, CLASS BITEM 585.2- STONE FILL, CLASS B
Ground
Existing
Ground
Existing
PERM CONTROL CL.1, NON-WOVEN
ITEM 593.411- GEOTEXTILE;
PERM CONTROL CL.1, NON-WOVEN
ITEM 593.411- GEOTEXTILE;
SEE ROADWAY TYPICAL FOR SURFACING DETAILS
36" R.C. PIPESTA. 105+03
(1-FT DEPTH)
ITEM 508.- STRUCTURAL FILL
CONCRETE SPECIAL HEADWALL
ITEM 529.8302 - PRECAST
ITEM 209.1-GRANULAR BACKFILLITEM 209.1-GRANULAR BACKFILL
ITEM 209.1-GRANULAR BACKFILLITEM 209.1-GRANULAR BACKFILL
36" R.C. PIPE, 3000D
ITEM 603.00336 -
103"W X 71"H POLYMER COATED CORRUGATED METAL PIPE ARCH
(existing)
16" water main
8/21/2017
SUBJECT TO CHANGE
PRELIMINARY PLANS
DATE
8:1
(STEEL POST)
LONG SPAN (25')
31" W-BEAM GUARDRAIL
ITEM 606.183 -
(STEEL POST)
LONG SPAN (25')
31" W-BEAM GUARDRAIL
ITEM 606.183 -
(STEEL POST)
LONG SPAN (25')
31" W-BEAM GUARDRAIL
ITEM 606.183 -
(STEEL POST)
LONG SPAN (25')
31" W-BEAM GUARDRAIL
ITEM 606.183 -
CONCRETE SPECIAL HEADWALL
ITEM 529.8301 - PRECAST
CONCRETE SPECIAL HEADWALL
ITEM 529.8301 - PRECAST
CONCRETE SPECIAL HEADWALL
ITEM 529.8302 - PRECAST
STA. 105+14
(1-FT DEPTH)
ITEM 508.- STRUCTURAL FILL
(1-FT DEPTH)
ITEM 508.- STRUCTURAL FILL(1-FT DEPTH)
ITEM 508.- STRUCTURAL FILL
DO NOT DISTURB
DO NOT DISTURB
(existing)
16" water main
20:1
20:1
4:18:1
4:1
1%
2:1
8:1
3:1
PIPE-ARCH, 0.138"
COATED CORRUGATED STEEL
ITEM 603.166 - POLYMER
STATE PROJECT NO. SHEET NO. TOTAL SHEETS
SH
EE
T
CH
EC
KE
D
AS
BUI
LT
DE
TAI
LS
DA
TE
DA
TE
DA
TE
DA
TE
NU
MB
ER
DA
TE
ST
ATI
ON
ST
ATI
ON
DE
SC
RI
PTI
ON
RE
VI
SI
ON
S
AF
TE
R
PR
OP
OS
AL
21832
DGN
21832_Typical
STATE OF NEW HAMPSHIRE
SD
R
PR
OC
ES
SE
D
NE
W
DE
SI
GN
DEPARTMENT OF TRANSPORTATION BUREAU OF HIGHWAY DESIGN
9 20
CULVERT LONGITUDINAL SECTIONS
LM
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06/2017
07/2017
GRI
D
AA
WP(4)
WP(1)
WP(10)
WP(7)
>
NH ROUTE 11
WP(8)WP(2)
WP(3)WP(9)
HEADWALL - SECTION A-A PLAN VIEW1" = 5'
38'-0" 33'-0"
37'-0"33'-0"
CONCRETE SPECIAL HEADWALL
ITEM 529.8301 - PRECAST
CONCRETE SPECIAL HEADWALL
ITEM 529.8302 - PRECAST
STATE PROJECT NO. SHEET NO. TOTAL SHEETS
SH
EE
T
CH
EC
KE
D
AS
BUI
LT
DE
TAI
LS
DA
TE
DA
TE
DA
TE
DA
TE
NU
MB
ER
DA
TE
ST
ATI
ON
ST
ATI
ON
DE
SC
RI
PTI
ON
RE
VI
SI
ON
S
AF
TE
R
PR
OP
OS
AL
21832
DGN
21832Details
STATE OF NEW HAMPSHIRE
SD
R
PR
OC
ES
SE
D
NE
W
DE
SI
GN
DEPARTMENT OF TRANSPORTATION BUREAU OF HIGHWAY DESIGN
10 2020
DETAILS
CULVERT & HEADWALL
LM
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08/2017
08/2017
NOT TO SCALE
HEADWALL SHOWN FOR ITEM 529.8302. ITEM 529.8301 SIMILAR.
APPROVAL BY THE ENGINEER PRIOR TO INSTALLATION.
COATED CORRUGATED STEEL PIPE-ARCH AND HEADWALLS SHALL BE SUBJECT TO INSPECTION AND
THE QUALITY OF MATERIALS, PROCESS OF MANUFACTURE, COMPLETED AND FURNISHED POLYMER6.
APPROVAL.
TO THE BUREAUS OF BRIDGE DESIGN, MATERIALS AND RESEARCH, AND HIGHWAY DESIGN FOR
SHALL BE APPLIED). (ALSO SEE SPECIAL PROVISION). SHOP DRAWINGS SHALL BE SUBMITTED
AND BE ACCOMPANIED BY ALL DESIGN CALCULATIONS (LOAD AND RESISTANCE FACTOR DESIGN
SIZE, AND LOCATION. DRAWINGS SHALL BE STAMPED BY A NH LICENSED PROFESSIONAL ENGINEER
CORRESPONDING TO ALL OF THE STRUCTURE'S JOINTS, AS WELL AS THE REINFORCEMENT TYPE,
IN ACCORDANCE WITH 105.02 FOR ALL COMPONENTS. THESE DRAWINGS SHALL INCLUDE DETAILS
SHOP DRAWINGS FOR ITEM 529.8301 AND 529.8302 SHALL BE SUBMITTED FOR APPROVAL5.
SHALL NOT BE REDUCED.
ITEM 603.166 HAS BEEN DESIGNED PER 18" BELOW PAVEMENT COVER DESIGN MINIMUM. COVER4.
PROVISION FOR ITEM 529.830X - PRECAST CONCRETE SPECIAL HEADWALL.
CONCRETE HEADWALLS SHALL BE BEVELED AROUND THE INLETS AS DESCRIBED IN THE SPECIAL3.
CONCRETE SHALL BE PRECAST UNLESS OTHERWISE AUTHORIZED.2.
12" THICK.
MASONRY DIMENSIONS ARE BASED ON THE ASSUMPTION THAT THE CONCRETE HEADWALLS ARE1.
PRECAST CONCRETE HEADWALL AND METAL PIPE NOTES:
105+50
105+00
WP(5)>
CULVERT
WP(6)
>
CULVERT
THE HEADWALL FOOTINGS AND THE EDGES OF THE ARCH CULVERT.
FILL AT THE CONTRACTOR'S EXPENSE. SUMP AREAS SHALL BE LOCATED OUTSIDE A 1H:2V SUPPORT LIMIT BELOW
TO PREVENT LOSS OF FINES. ANY DISTURBED AREAS SHALL BE OVER-EXCAVATED AND REPLACED WITH STRUCTURAL
PREVENT DISTURBANCE OF THE FOUNDATION MATERIALS. PUMPING EQUIPMENT SHALL BE PROPERLY FILTERED
THE EXCAVATION TO FINAL GRADE AND THE CONTROL OF WATER SHALL BE COMPLETED IN A MANNER AS TO6.
FILL OR SPLIT TO PROVIDE A LEVEL SURFACE.
ENCOUNTERED AT THE FINAL EXCAVATION LEVEL SHOULD BE EITHER REMOVED AND REPLACED WITH STRUCTURAL
IN ACCORDANCE WITH SECTIONS 503 AND 504 OF THE SPECIFICATIONS. PROTRUDING COBBLES AND BOULDERS
THE FOUNDATION EXCAVATION AND EXCAVATION OF THE PHASED CULVERT CONSTRUCTION SHALL BE COMPLETED5.
BE POTENTIALLY STEEPER THAN THE ABOVE LIMITS. COST SHALL BE SUBSIDIARY TO THE ITEM.
STABILITY AT 1.5H:1V. LATERAL SUPPORT SHALL BE PROVIDED FOR ANY EXCAVATION SLOPES THAT WOULD
BACKSLOPE SHALL BE USED, IF THE CONTRACTOR'S CALCULATIONS INDICATE INSUFFICIENT SLOPE
EXCAVATION BACKSLOPES BELOW IN-SERVICE ROADWAYS SHALL BE NO STEEPER THAN 1.5H:1V. A FLATTER4.
BOTTOM OF STRUCTURAL FILL SHALL BE EXCAVATED AND REPLACED WITH STRUCTURAL FILL, AS DIRECTED.
REQUIRED. ANY TOPSOIL, WOOD OR OTHER UNSUITABLE MATERIALS ENCOUNTERED BELOW THE PROPOSED
EXCAVATION OF THESE MATERIALS BELOW THE SPECIFIED STRUCTURAL FILL THICKNESS IS GENERALLY NOT
PROPOSED BOTTOM OF EXCAVATION, AND ARE ACCEPTABLE FOR SUPPORT OF THE CULVERT AND HEADWALLS.
THE EXISTING FILL, GLACIAL OUTWASH, AND GLACIAL TILL DEPOSITS ARE GENERALLY EXPECTED AT THE3.
WITH 508.2.1.3 AT NO COST TO THE DEPARTMENT.
UP TO 12" OF CLEAN STONE STRUCTURAL FILL FOR THE CRUSHED GRAVEL STRUCTURAL FILL IN ACCORDANCE
PLACED OVER THE ACCEPTABLE BEARING MATERIALS DESCRIBED BELOW. THE CONTRACTOR MAY SUBSTITUTE
THE CULVERT AND HEADWALLS SHALL BE FOUNDED ON A MINIMUM 12" THICK LAYER OF STRUCTURAL FILL,2.
BORING LOGS AND ADDITIONAL INFORMATION.
) OF 0.54 WITH 0.9 RESISTANCE FACTOR. SEE GEOTECHNICAL REPORT FORdSLIDING RESISTANCE (TAN
RESISTANCE OF 9 KSF WITH 0.45 RESISTANCE FACTOR. FOR PRECAST CONCRETE FOOTINGS, NOMINAL
SUPPORTED ON SOIL WITH MINIMUM OF 12" OF ITEM 508. - STRUCTURAL FILL. NOMINAL BEARING
FOUNDATION DATA: POLYMER COATED CORRUGATED STEEL PIPE-ARCH AND PRECAST CONCRETE HEADWALLS1.
FOUNDATION & EXCAVATION NOTES:
ELEVATION OF THE SURROUNDING WATER TABLE.
THE DRY. DEWATERING SHALL BE CONTINUOUS UNTIL THE SUBSTRUCTURES ARE BACKFILLED TO THE
THE BOTTOM OF THE SUBSTRUCTURE GRADE, SO THE CULVERT AND HEADWALLS CAN BE PLACED IN
THE WATER LEVEL WITHIN THE CULVERT AND HEADWALL EXCAVATIONS SHALL BE MAINTAINED BELOW3.
THE WORK.
TREATMENT OF PUMPED WATER, AND ALL OTHER MEASURES SELECTED BY THE CONTRACTOR TO COMPLETE
603.166 AND SHALL INCLUDE THE COST OF EARTH DIKES, TEMPORARY PIPES, SANDBAGS, PUMPING,
AND ENVIRONMENTAL REQUIREMENTS. THE WATER DIVERSION WORK SHALL BE SUBSIDIARY TO ITEM
THE REQUIREMENTS OF SECTIONS 503, 504, THE FOUNDATION NOTES, AND ALL APPLICABLE CONTRACT
INDICATED ON THE PLANS, AND SHALL BE CONSTRUCTED AND MAINTAINED IN A MANNER THAT MEETS
THE WATER DIVERSION SHALL BE DESIGNED TO ACCOMMODATE THE BOTTOM OF EXCAVATION GRADE2.
CONTRACTOR SHALL SUBMIT A WATER DIVERSION PLAN IN ACCORDANCE WITH 503.3.1.2.
SUBSIDIARY TO ITEM 603.166 - POLYMER COATED CORRUGATED STEEL PIPE-ARCH, 0.138". THE
INSTALLATION, DEWATERING, MAINTENANCE, AND REMOVAL OF THE WATER DIVERSION WILL BE
DEWATERING THE CULVERT AND HEADWALL EXCAVATIONS. ALL COSTS ASSOCIATED WITH THE DESIGN,
AND ANY SURFACE WATER AWAY FROM THE CULVERT AND HEADWALL EXCAVATIONS, AND FOR
WATER DIVERSION FOR THE PROJECT IS REQUIRED FOR THE PURPOSE OF DIVERTING THE BROOK1.
WATER DIVERSION NOTES:
2'
2'
FILL, CLASS B
ITEM 585.2 - STONE
ITEM 508. - STRUCTURAL FILL
ITEM 209.1 - GRANULAR BACKFILL
CONTROL CL. 1, NON-WOVEN
ITEM 593.411 - GEOTEXTILE; PERM
1" = 4'
(To Be Removed)
Corr. Metal Arch
Existing 84"w x 60"h
36" R.C.PIPE
POLYMER COATED CORRUGATED METAL PIPE-ARCH
103"W X 71"H
FOR GUARDRAIL LAYOUT INFORMATION
SEE LONGSPAN DETAIL (SHEET 12)
GRI
D
PROPOSED GRADING
STATE PROJECT NO. SHEET NO. TOTAL SHEETS
SH
EE
T
CH
EC
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D
AS
BUI
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DE
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LS
DA
TE
DA
TE
DA
TE
DA
TE
NU
MB
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DA
TE
ST
ATI
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ST
ATI
ON
DE
SC
RI
PTI
ON
RE
VI
SI
ON
S
AF
TE
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PR
OP
OS
AL
21832
DGN
21832Details
STATE OF NEW HAMPSHIRE
SD
R
PR
OC
ES
SE
D
NE
W
DE
SI
GN
DEPARTMENT OF TRANSPORTATION BUREAU OF HIGHWAY DESIGN
11 2020
GRADING PLAN
LM
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JA
A
08/2017
08/2017
APPROVAL BY THE ENGINEER PRIOR TO INSTALLATION.
COATED CORRUGATED STEEL PIPE-ARCH AND HEADWALLS SHALL BE SUBJECT TO INSPECTION AND
THE QUALITY OF MATERIALS, PROCESS OF MANUFACTURE, COMPLETED AND FURNISHED POLYMER6.
APPROVAL.
TO THE BUREAUS OF BRIDGE DESIGN, MATERIALS AND RESEARCH, AND HIGHWAY DESIGN FOR
SHALL BE APPLIED). (ALSO SEE SPECIAL PROVISION). SHOP DRAWINGS SHALL BE SUBMITTED
AND BE ACCOMPANIED BY ALL DESIGN CALCULATIONS (LOAD AND RESISTANCE FACTOR DESIGN
SIZE, AND LOCATION. DRAWINGS SHALL BE STAMPED BY A NH LICENSED PROFESSIONAL ENGINEER
CORRESPONDING TO ALL OF THE STRUCTURE'S JOINTS, AS WELL AS THE REINFORCEMENT TYPE,
IN ACCORDANCE WITH 105.02 FOR ALL COMPONENTS. THESE DRAWINGS SHALL INCLUDE DETAILS
SHOP DRAWINGS FOR ITEM 529.8301 AND 529.8302 SHALL BE SUBMITTED FOR APPROVAL5.
SHALL NOT BE REDUCED.
ITEM 603.166 HAS BEEN DESIGNED PER 18" BELOW PAVEMENT COVER DESIGN MINIMUM. COVER4.
PROVISION FOR ITEM 529.830X - PRECAST CONCRETE SPECIAL HEADWALL.
CONCRETE HEADWALLS SHALL BE BEVELED AROUND THE INLETS AS DESCRIBED IN THE SPECIAL3.
CONCRETE SHALL BE PRECAST UNLESS OTHERWISE AUTHORIZED.2.
12" THICK.
MASONRY DIMENSIONS ARE BASED ON THE ASSUMPTION THAT THE CONCRETE HEADWALLS ARE1.
PRECAST CONCRETE HEADWALL AND METAL PIPE NOTES:
105+50
105+00
WILDLIFE CROSSING CULVERT
PLATFORM GRADING TO
WILDLIFE CROSSING CULVERT
PLATFORM GRADING TO
THE HEADWALL FOOTINGS AND THE EDGES OF THE ARCH CULVERT.
FILL AT THE CONTRACTOR'S EXPENSE. SUMP AREAS SHALL BE LOCATED OUTSIDE A 1H:2V SUPPORT LIMIT BELOW
TO PREVENT LOSS OF FINES. ANY DISTURBED AREAS SHALL BE OVER-EXCAVATED AND REPLACED WITH STRUCTURAL
PREVENT DISTURBANCE OF THE FOUNDATION MATERIALS. PUMPING EQUIPMENT SHALL BE PROPERLY FILTERED
THE EXCAVATION TO FINAL GRADE AND THE CONTROL OF WATER SHALL BE COMPLETED IN A MANNER AS TO6.
FILL OR SPLIT TO PROVIDE A LEVEL SURFACE.
ENCOUNTERED AT THE FINAL EXCAVATION LEVEL SHOULD BE EITHER REMOVED AND REPLACED WITH STRUCTURAL
IN ACCORDANCE WITH SECTIONS 503 AND 504 OF THE SPECIFICATIONS. PROTRUDING COBBLES AND BOULDERS
THE FOUNDATION EXCAVATION AND EXCAVATION OF THE PHASED CULVERT CONSTRUCTION SHALL BE COMPLETED5.
BE POTENTIALLY STEEPER THAN THE ABOVE LIMITS. COST SHALL BE SUBSIDIARY TO THE ITEM.
STABILITY AT 1.5H:1V. LATERAL SUPPORT SHALL BE PROVIDED FOR ANY EXCAVATION SLOPES THAT WOULD
BACKSLOPE SHALL BE USED, IF THE CONTRACTOR'S CALCULATIONS INDICATE INSUFFICIENT SLOPE
EXCAVATION BACKSLOPES BELOW IN-SERVICE ROADWAYS SHALL BE NO STEEPER THAN 1.5H:1V. A FLATTER4.
BOTTOM OF STRUCTURAL FILL SHALL BE EXCAVATED AND REPLACED WITH STRUCTURAL FILL, AS DIRECTED.
REQUIRED. ANY TOPSOIL, WOOD OR OTHER UNSUITABLE MATERIALS ENCOUNTERED BELOW THE PROPOSED
EXCAVATION OF THESE MATERIALS BELOW THE SPECIFIED STRUCTURAL FILL THICKNESS IS GENERALLY NOT
PROPOSED BOTTOM OF EXCAVATION, AND ARE ACCEPTABLE FOR SUPPORT OF THE CULVERT AND HEADWALLS.
THE EXISTING FILL, GLACIAL OUTWASH, AND GLACIAL TILL DEPOSITS ARE GENERALLY EXPECTED AT THE3.
WITH 508.2.1.3 AT NO COST TO THE DEPARTMENT.
UP TO 12" OF CLEAN STONE STRUCTURAL FILL FOR THE CRUSHED GRAVEL STRUCTURAL FILL IN ACCORDANCE
PLACED OVER THE ACCEPTABLE BEARING MATERIALS DESCRIBED BELOW. THE CONTRACTOR MAY SUBSTITUTE
THE CULVERT AND HEADWALLS SHALL BE FOUNDED ON A MINIMUM 12" THICK LAYER OF STRUCTURAL FILL,2.
BORING LOGS AND ADDITIONAL INFORMATION.
) OF 0.54 WITH 0.9 RESISTANCE FACTOR. SEE GEOTECHNICAL REPORT FORdSLIDING RESISTANCE (TAN
RESISTANCE OF 9 KSF WITH 0.45 RESISTANCE FACTOR. FOR PRECAST CONCRETE FOOTINGS, NOMINAL
SUPPORTED ON SOIL WITH MINIMUM OF 12" OF ITEM 508. - STRUCTURAL FILL. NOMINAL BEARING
FOUNDATION DATA: POLYMER COATED CORRUGATED STEEL PIPE-ARCH AND PRECAST CONCRETE HEADWALLS1.
FOUNDATION & EXCAVATION NOTES:
ELEVATION OF THE SURROUNDING WATER TABLE.
THE DRY. DEWATERING SHALL BE CONTINUOUS UNTIL THE SUBSTRUCTURES ARE BACKFILLED TO THE
THE BOTTOM OF THE SUBSTRUCTURE GRADE, SO THE CULVERT AND HEADWALLS CAN BE PLACED IN
THE WATER LEVEL WITHIN THE CULVERT AND HEADWALL EXCAVATIONS SHALL BE MAINTAINED BELOW3.
THE WORK.
TREATMENT OF PUMPED WATER, AND ALL OTHER MEASURES SELECTED BY THE CONTRACTOR TO COMPLETE
603.166 AND SHALL INCLUDE THE COST OF EARTH DIKES, TEMPORARY PIPES, SANDBAGS, PUMPING,
AND ENVIRONMENTAL REQUIREMENTS. THE WATER DIVERSION WORK SHALL BE SUBSIDIARY TO ITEM
THE REQUIREMENTS OF SECTIONS 503, 504, THE FOUNDATION NOTES, AND ALL APPLICABLE CONTRACT
INDICATED ON THE PLANS, AND SHALL BE CONSTRUCTED AND MAINTAINED IN A MANNER THAT MEETS
THE WATER DIVERSION SHALL BE DESIGNED TO ACCOMMODATE THE BOTTOM OF EXCAVATION GRADE2.
CONTRACTOR SHALL SUBMIT A WATER DIVERSION PLAN IN ACCORDANCE WITH 503.3.1.2.
SUBSIDIARY TO ITEM 603.166 - POLYMER COATED CORRUGATED STEEL PIPE-ARCH, 0.138". THE
INSTALLATION, DEWATERING, MAINTENANCE, AND REMOVAL OF THE WATER DIVERSION WILL BE
DEWATERING THE CULVERT AND HEADWALL EXCAVATIONS. ALL COSTS ASSOCIATED WITH THE DESIGN,
AND ANY SURFACE WATER AWAY FROM THE CULVERT AND HEADWALL EXCAVATIONS, AND FOR
WATER DIVERSION FOR THE PROJECT IS REQUIRED FOR THE PURPOSE OF DIVERTING THE BROOK1.
WATER DIVERSION NOTES:
244
245
246
247
249
248
249
248
247
246
244
243
242
250
243
242
241
245245
244
243
242
241
241
242
243
243
244
246 2
47
248
249
245
249 248
242
243
244
244
245
246
247
FP
378/
98
362-
198
PS
NH
245
245
245
W-BEAM
EDGE OF PAVEMENT
SHOULDER GRADE AT
31" TYP. W-BEAM 31" TYP.
123456910111213
B
ELEVATION
SHEET 1 OF 2
31" W-BEAM GUARDRAIL
12" OFFSET BLOCKS AND
WOOD POSTS WITH
6"x8"x8'-0" CRT
MID-SPAN SPLICE
12'-6" (TYP.)
SPECIAL DETAIL
LONGSPAN (25'-0")
31" W-BEAM GUARDRAIL
D
D
25'-0"
PAID: UNIT
ITEM: 606.183 - 31" W-BEAM GUARDRAIL LONG SPAN (25'-0")
PAY LIMITS FOR LONGSPAN GUARDRAIL (112'-6")
TRAFFIC
PLAN
PAY LIMITS FOR LONGSPAN GUARDRAIL (112'-6")
15 14 13 1112
MID-SPAN SPLICE
12'-6" (TYP.)
10
TYP./POST
6'-3"
31" W-BEAM GUARDRAIL
12" OFFSET BLOCKS AND
WOOD POSTS WITH
3 - 6"x8"x8'-0" CRT
OFFSET BLOCKS (8'-0" STEEL POSTS)
4- 31" W-BEAM GUARDRAIL WITH 12"
FACE OF GUARDRAIL AS SHOWN ON THE TYPICAL SECTION
TYP./POST
6'-3"
OFFSET BLOCKS (8'-0" STEEL POSTS)
5 - 31" W-BEAM GUARDRAIL WITH 12"
31" W-BEAM GUARDRAIL
12" OFFSET BLOCKS AND
WOOD POSTS WITH
3 - 6"x8"x8'-0" CRT
8 7 6 5
(7'-0" STEEL POSTS)
8" OFFSET BLOCKS
STANDARD SECTION WITH
4 3 2 1
781415
(7'-0" STEEL POSTS)
BLOCKS
WITH 8" OFFSET
STANDARD SECTION
(7'-0" STEEL POSTS)
BLOCKS
WITH 8" OFFSET
STANDARD SECTION
(7'-0" STEEL POSTS)
8" OFFSET BLOCKS
STANDARD SECTION WITH
17'±
Proposed Span
Varies
AA CC
36"w
Prop.
103"w
Prop.
Cover Varies
9
36"w
Prop.
103"w
Prop.
25'-0"
WITH 6"x12" OFFSET BLOCKS
4"x6"x8'-0" STEEL POSTS
STATE PROJECT NO. SHEET NO. TOTAL SHEETS
SH
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21832
DGN
MGS_longspan25'
STATE OF NEW HAMPSHIRE
SD
R
PR
OC
ES
SE
D
NE
W
DE
SI
GN
DEPARTMENT OF TRANSPORTATION BUREAU OF HIGHWAY DESIGN
12 20
LONGSPAN DETAILS
31" W-BEAM GUARDRAIL
LM
S
JA
A
08/2017
08/2017
2"
SPLICE BOLT SLOT
NOTE: LAP RAIL IN DIRECTION OF TRAFFIC
31"
BOLT SLOT
2"
TRAFFIC
HEAD SPLICE BOLT
[FBB01] BUTTON
SEE NOTE 5
OR FLATTER
SLOPE = 15:1 31"
1'-
4"
1"
GENERAL NOTES
1"
AT BEAM SPLICE
ELEVATION VIEW
8"6"
SIDE VIEW
5'-
4"
PARALLEL TO TRAFFIC
HOLES ORIENTATED
7"
12"
SHEET 2 OF 2
CRT WOOD POST
SECTION B-B
WOOD POST
6"x8"x8'-0" CRT
FRONT VIEW
CRT WOOD POST
SECTION A-A
1:1 (
OR FL
ATTER)
2'-0" (MIN.)
6"12"
OR FLATTER
SLOPE = 15:1 31"
OFFSET BLOCK
2'-0" (MIN.)
RAIL
FACE OF
PAVEMENT
EDGE OF
1"
STEEL POST
4"x6"x8'-0"
SIDE VIEW
STEEL POST
SECTION D-D
4"
7"
FRONT VIEW
OFFSET BLOCK
RAIL
FACE OF
PAVEMENT
EDGE OF
STEEL POST
SECTION C-C
1-1/8"
3/4" DIA. HOLE
3/4" DIA. HOLE
3/4" DIA. HOLE
3/4" DIA. HOLE
CENTERED IN POST
3-1/2" DIA. HOLE
8'-
0"
8'-
0"
8'-
0"
4'-
0"
8-1/2"
2-1/2"
3/4" 3/4"R
1-1/8"
29/32"
29/64"R
2.
3.
4.
5.
1.
STANDARD ELEMENTS
6.
7.
8.
9.
LETTER FOR MASH TEST LEVEL 3.
THIS GUARDRAIL SYSTEM HAS RECEIVED A FEDERAL ELIGIBILITY
10:1 OR FLATTER REGARDLESS OF OFFSET.
III. IS NOT BEHIND A CURB BUT IS ON A SLOPE THAT IS
TICAL CURB OR
II. IS AT THE BACK EDGE OF SIDEWALK FRONTED BY VER-
I. 6' OR MORE BEHIND THE FACE OF A SLOPE CURB OR
THE FACE OF RAIL IS OFFSET FROM THE EDGE OF PAVEMENT
B) SET THE HEIGHT FROM THE GROUND AT THE FACE OF RAIL WHEN
CURBED SECTION.
WITH CURB AT THE EDGE OF PAVEMENT OR WHEN IN AN UN-
THE FACE OF RAIL IS AT THE EDGE OF PAVEMENT, WHETHER
A) SET THE HEIGHT OF RAIL FROM THE EDGE OF PAVEMENT WHEN
ESTABLISH RAIL HEIGHT AS FOLLOWS:
300' RADIUS.
USE 12'-6" LENGTH RAIL ELEMENTS IN RAIL CURVES OF LESS THAN
FOR THEIR PROPRIETARY PRODUCTS.
OTHER STANDARD SHEETS OR AS REQUIRED BY THE MANUFACTURERS
ONLY USE RECTANGULAR PLATE WASHERS [FWR03] WHERE SHOWN ON THE
AASHTO'S "A GUIDE TO STANDARDIZED HIGHWAY BARRIER HARDWARE".
ITEMS IN BRACKETS [ ] ARE DESCRIBED IN
CRASH CUSHION AS WELL AS THE ENTIRE G-2 TERMINAL UNIT.
THIS IS THE GATING PORTION OF A GUARDRAIL TERMINAL UNIT OR
EDITION OF THE AASHTO ROADSIDE DESIGN GUIDE. EXCLUDED FROM
THE DEFINITION OF ROADSIDE BARRIER IS PER THE LATEST ADOPTED
1:1 (
OR FL
ATTER)
WITHOUT BREAKAGE, SUBSIDIARY TO THE 606 ITEMS.
CRT POSTS MAY REQUIRE AUGURING OR EXCAVATION FOR INSTALLATION
AND DETAILS REMAIN IN FORCE.
C) ALL OTHER REQUIREMENTS OF THE PERTINENT SPECIFICATIONS
PLANS, BUT IT MAY BE MORE.
THE SLOPE SHALL NOT BE LESS THAN WHAT IS SHOWN ON THE
B) THE DISTANCE FROM THE BACK OF THE POST TO THE BREAK IN
AT THE INDICATED LOCATION AS SHOWN ON THE PLANS, AND
A) THE FACE OF RAIL SHALL REMAIN AT THE EDGE OF PAVEMENT OR
SHOWN ON THE PLANS, THE FOLLOWING APPLIES:
OFFSET BLOCKS THAT HAVE OTHER THAN THE NOMINAL DIMENSIONS AS
THE NORMAL CONTEXT OF NOMINAL DIMENSIONS. IN ORDER TO USE ANY
HAVE DIMENSIONS THAT VARY MORE THAN WOULD BE CONSIDERED WITHIN
HIGHER IN THE FUTURE. SOME OF THESE OFFSET BLOCKS HAVE OR MAY
CRITERIA. OTHERS MAY BE ADDED UNDER MASH AT TEST LEVEL 3 OR
ELIGIBLE FOR FEDERAL PARTICIPATION PER NCHRP 350 TEST LEVEL 3
THE FHWA HAS LISTED OFFSET BLOCKS ON THEIR WEBSITE THAT ARE
OF THE POST IS PERMITTED BEYOND POSTS 1-15.
THIS LENGTH). NORMAL GRADING WITH A 1'-0" SLOPE BREAK FROM BACK
SYSTEM (THE WARRANT RAIL PORTION OF THE END UNIT IS INCLUDED IN
BEFORE POST 1 AND AFTER POST 15 TO MAINTAIN STABILITY IN THE
A MINIMUM LENGTH OF 37'-6" OF STANDARD BEAM GUARDRAIL IS REQUIRED
STATE PROJECT NO. SHEET NO. TOTAL SHEETS
SH
EE
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EC
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LT
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TAI
LS
DA
TE
DA
TE
DA
TE
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21832
DGN
MGS_longspan25'
STATE OF NEW HAMPSHIRE
SD
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PR
OC
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DEPARTMENT OF TRANSPORTATION BUREAU OF HIGHWAY DESIGN
13 20
LONGSPAN HARDWARE DETAILS
31" W-BEAM GUARDRAIL
LM
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JA
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08/2017
08/2017
6"
2'-0" 2'-0"
6"
5'- 0"
5'- 0"
2'-0"
2'-0"
TYPICAL INSTALLATION
EDGE OF PAVEMENT
Terminal Unit Delineation
DEPARTURE APPROACH
DIRECTION OF TRAVEL
EDGE OF PAVEMENT
(MI
N.)
(MI
N.)
REDGREEN
REVISION DATE
09-01-16
DELINEATOR WITH POST
ITEM 621.31 - SINGLE
DELINEATOR WITH POST
ITEM 621.32 - DOUBLE
WITH POST (RED)
DOUBLE DELINEATOR
ITEM 621.32 -
WITH POST (GREEN)
SINGLE DELINEATOR
ITEM 621.31 -
STATE PROJECT NO. SHEET NO. TOTAL SHEETS
21832
DGN
21832term_unit_delin
STATE OF NEW HAMPSHIRE
DEPARTMENT OF TRANSPORTATION BUREAU OF HIGHWAY DESIGN
14 20
Terminal Unit Delineation
GRI
D
102 108
SCALE IN FEET
20 0 4020
CLEARING LINE
STATE PROJECT NO. SHEET NO. TOTAL SHEETS
SH
EE
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CH
EC
KE
D
AS
BUI
LT
DE
TAI
LS
DA
TE
DA
TE
DA
TE
DA
TE
NU
MB
ER
DA
TE
ST
ATI
ON
ST
ATI
ON
DE
SC
RI
PTI
ON
RE
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ON
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AF
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R
PR
OP
OS
AL
21832
DGN
21832_GEN
STATE OF NEW HAMPSHIRE
SD
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PR
OC
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DEPARTMENT OF TRANSPORTATION BUREAU OF HIGHWAY DESIGN
15 20
GENERAL PLANS
LM
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08/2017
08/2017
102 103 104 105 106 107 108
PT
=
103
+0
5.
37
0
Const. >
FP 378/97
approx. 6' deep
16" diameter water main
77.06 Ac.±
1361/185
1
208
& DEVELOPMENT CORP.
ADAMIAN CONSTRUCTION
####
ROCHESTER (4084/771)
EASE. CITY OF
SLOPE AND DRAINAGE
OF TAX MAP 208 LOT 1
EASEMENT FOR BENEFIT
ACCESS AND UTILITY5.44 Ac.±
4048/775
1-2
208
COMPANY
TRACTOR SUPPLY
####
(4121/431)
RO
CH
ES
TE
R
SE
E
EA
SE
ME
NT
CI
TY
OF
20'
MAI
NT
EN
AN
CE
1.66 Ac.±
1747/132
16
208
ROBERT A. SR
ROWE,
####
ROBERT A. SR
ROWE,
####
EXISTING R
RROW
EXISTING RRROW
EXI
STI
NG
RO
W
EXI
STI
NG
RO
W
EXISTING LAROW EXISTING LAROW
EXISTING LAROW EXISTING LAROW
EXISTI
NG ROW
APPROX. EXISTING ROW
APPROX. EXISTING ROW
APPROX. EXISTING ROW
APPROX. EXISTING ROW
wg
wg
wg
hyd
hyd
cb
an
an
an
an
(2)pes
bnd
nh
wg
wg
NULL
NULL
NULL
pes
rap
rip
rip rap
pond
detention
pond
detention
earth berm
earth ber
m
hrdwd
.7'c
stump
1'd
brush
stumps(6)1.5'd a
vg
rap
rip
brace
push
riprap ber
m
1
2
1
2
CONSTRUCT STONE FILL CLASS B AT INLET
INSTALL STRAIGHT HEADWALL AT INLET
CONSTRUCT STONE FILL CLASS B AT OUTLET
INSTALL STRAIGHT HEADWALL AT OUTLET
INVERT OUT = 240.65
INVERT IN = 241.25
CONSTRUCT 103"W X 71"H X 70' POLY. COATED CORR. METAL ARCH
REMOVE EXISTING CONCRETE HEADER AT INLET (SUBSID)
STA 105+14 RT 37.0' TO STA 105+14 LT 33.0'
CONNECT THROUGH DN-2 HEADWALLS
INVERT OUT = 243.65
INVERT IN = 244.25
CONSTRUCT 36" x 70' R.C. PIPE
REMOVE EXIST. 84"W x 60"H x 82' CORR. METAL ARCH (SUBSID)
STA 105+03 RT 37.0' TO STA 105+03 LT 33.0'
1
2
1
2
CONSTRUCT EAGRT OFFSET PLATFORM AT DEPARTURE
RESET EXISTING EAGRT AND 25 LF EXISTING RAIL AT DEPARTURE
CONNECT EXISTING RAIL TO LONG SPAN UNIT AT DEPARTURE (9.25 LF RAIL)
INSTALL NEW LONG SPAN GUARDRAIL (112.5 LF)
CONNECT EXISTING RAIL TO LONG SPAN UNIT AT APPROACH (9.25 LF RAIL)
RESET 112.5 LF EXISTING RAIL AT APPROACH AND CONNECT TO EXISTING APPROACH UNIT
STA 103+04 RT TO STA 106+22.5 RT
CONSTRUCT EAGRT OFFSET PLATFORM AT DEPARTURE
RESET EXISTING EAGRT AND 25 LF EXISTING RAIL AT DEPARTURE
CONNECT EXISTING RAIL TO LONG SPAN UNIT AT DEPARTURE (9.25 LF RAIL)
INSTALL NEW LONG SPAN GUARDRAIL (112.5 LF)
CONNECT EXISTING RAIL TO LONG SPAN UNIT AT APPROACH (9.25 LF RAIL)
RESET 112.5 LF EXISTING RAIL AT APPROACH AND CONNECT TO EXISTING APPROACH UNIT
STA 103+97.5 LT TO STA 107+16 LT
CLEARING LINE
CLEARING LINE
CLEARING LINE
CLEARING LINE
SLOPE LINE
SLOPE LINESLOPE LINE
SLOPE LINE
A
B
LIMIT OF WORK
STA 102+95
END CONSTRUCT
STA 105+53
BEGIN CONSTRUCT
STA 104+64
LIMIT OF WORK
STA 107+20
R3-8(13)
REM
AFTER CONSTRUCT.
RELOCATE TO EXIST LOC.
L L
LDO NOT DISTURBL
mixed woods
"stop"
102.8"
"mile
mixed woods/brush
"Only"
dir sign
steel post bgr
steel post bgr
"only"
sign
dir
Supply Co."
"Tractor
NH Route 11
stream
strea
m
rw
stone
rw
conc
rw
stone
rw
mrm
old ro
ad bed
wire
w/ barbed
pine
12'ccollapsed
other end
box culvert
2'x2' stone
197
362
PSNH
FP 378/99
FP 378/98
362-198
PSNH
97
199
362
PSNH
FP 378/99
220
230
240
250
260
010
20
30
40
50
60
70
80
90
10
0-1
0-2
0-3
0-4
0-5
0-6
0-7
0-8
0-9
0-1
00
22
0
23
0
24
0
25
0
26
0
010
20
30
40
50
60
70
80
90
10
0-1
0-2
0-3
0-4
0-5
0-6
0-7
0-8
0-9
0-1
00
220
230
240
250
260
010
20
30
40
50
60
70
80
90
10
0-1
0-2
0-3
0-4
0-5
0-6
0-7
0-8
0-9
0-1
00
22
0
23
0
24
0
25
0
26
0
010
20
30
40
50
60
70
80
90
10
0-1
0-2
0-3
0-4
0-5
0-6
0-7
0-8
0-9
0-1
00
220
230
240
250
260
010
20
30
40
50
60
70
80
90
10
0-1
0-2
0-3
0-4
0-5
0-6
0-7
0-8
0-9
0-1
00
22
0
23
0
24
0
25
0
26
0
010
20
30
40
50
60
70
80
90
10
0-1
0-2
0-3
0-4
0-5
0-6
0-7
0-8
0-9
0-1
00
220
230
240
250
260
010
20
30
40
50
60
70
80
90
10
0-1
0-2
0-3
0-4
0-5
0-6
0-7
0-8
0-9
0-1
00
22
0
23
0
24
0
25
0
26
0
010
20
30
40
50
60
70
80
90
10
0-1
0-2
0-3
0-4
0-5
0-6
0-7
0-8
0-9
0-1
00
E.P.
T.W.
T.W.
T.W.
T.W.
E.P.
E.P.
T.W.
T.W.
T.W.
T.W.
E.P.
E.P.
T.W.
T.W.
T.W.
T.W.
E.P.
E.P.
T.W.
T.W.
T.W.
T.W.
E.P.
Exist. ROW Exist. ROW Exist. ROW Exist. ROW
4:1
4:1 4:1
ST
A. 103+
00
ST
A. 103+
25
ST
A. 103+
50
ST
A. 103+
75
LIM
IT
OF
WO
RK
ST
A.
10
2+
95
Exist. LAROW
Exist. ROW
Exist. LAROW
Exist. ROW
Exist. LAROW
Exist. ROW
Exist. LAROW
woodswoodswoodswoods
+71.4
5
248.9249.0249.2249.3
SH
EE
T C
HE
CK
ED
AS
BU
IL
T D
ET
AIL
S
DA
TE
DA
TE
DA
TE
DA
TE
NU
MB
ER
DA
TE
ST
AT
ION
ST
AT
ION
DE
SC
RIP
TIO
N
RE
VIS
IO
NS
AF
TE
R P
RO
PO
SA
LS
DR
PR
OC
ES
SE
D
NE
W D
ES
IGN
ST
AT
E P
RO
JE
CT
NO
.S
HE
ET
NO
.T
OT
AL
SH
EE
TS
CO
MM
ON
EX
CA
V.
FIL
L
RO
CK
EX
CA
V.
MU
CK
EX
CA
V.
SH
EE
T T
OT
AL
S
DG
N
C.Y
.
C.Y
.C
.Y.
C.Y
.
21
83
221832-X
Sections0
.70
-
- -
LM
S
JA
A
06/2017
07/2017
16
20
Do
N
ot D
istu
rb
(ex
istin
g)
16" w
ater m
ain
Do
N
ot D
istu
rb
(ex
istin
g)
16" w
ater m
ain
Do
N
ot D
istu
rb
(ex
istin
g)
16" w
ater m
ain
Do
N
ot D
istu
rb
(ex
istin
g)
16" w
ater m
ain
NH
RO
UT
E 1
1
21832
NH
RO
UT
E 1
1
21832
NH
RO
UT
E 1
1
21832
NH
RO
UT
E 1
1
21832
230
240
250
260
010
20
30
40
50
60
70
80
90
10
0-1
0-2
0-3
0-4
0-5
0-6
0-7
0-8
0-9
0-1
00
23
0
24
0
25
0
26
0
010
20
30
40
50
60
70
80
90
10
0-1
0-2
0-3
0-4
0-5
0-6
0-7
0-8
0-9
0-1
00
220
230
240
250
260
010
20
30
40
50
60
70
80
90
10
0-1
0-2
0-3
0-4
0-5
0-6
0-7
0-8
0-9
0-1
00
22
0
23
0
24
0
25
0
26
0
010
20
30
40
50
60
70
80
90
10
0-1
0-2
0-3
0-4
0-5
0-6
0-7
0-8
0-9
0-1
00
230
240
250
260
010
20
30
40
50
60
70
80
90
10
0-1
0-2
0-3
0-4
0-5
0-6
0-7
0-8
0-9
0-1
00
23
0
24
0
25
0
26
0
010
20
30
40
50
60
70
80
90
10
0-1
0-2
0-3
0-4
0-5
0-6
0-7
0-8
0-9
0-1
00
230
240
250
260
010
20
30
40
50
60
70
80
90
10
0-1
0-2
0-3
0-4
0-5
0-6
0-7
0-8
0-9
0-1
00
23
0
24
0
25
0
26
0
010
20
30
40
50
60
70
80
90
10
0-1
0-2
0-3
0-4
0-5
0-6
0-7
0-8
0-9
0
-1
00
E.P.
T.W.
E.P.
E.P.
T.W.
E.P.
E.P.
T.W.
E.P.
E.P.
T.W.
E.P.
T.W.
T.W.
T.W.
T.W.
T.W.
T.W.
T.W.
T.W.
T.W.
T.W.
T.W.
T.W.
4:1
4:1
Exist. ROW
Exist. ROW
Exist. ROW
Exist. ROW
Exist. ROW
Exist. ROW
Exist. ROW
2:1
2:1
ST
A. 104+
75
ST
A. 104+
50
ST
A. 104+
25
ST
A. 104+
00
(ex
istin
g)
16" w
ater m
ain
4:1
4:1
4:1
4:1
ST
A. 104+
64
BE
GIN
CO
NS
TR
UC
TIO
N
Exist. ROW
22
0
Exist. LAROWExist. LAROWExist. LAROWExist. LAROW
22
0
22
0
220
220
220
woods woods woods woods
woods
woods
woods
Wet Area
Wet Area
Wet Area
Wet Area
Wet Area
Wet Area
Wet Area
Wet Area
T.O.B.
T.O.B.
+48.0
746.2
1
249.4249.5249.6249.7
SH
EE
T C
HE
CK
ED
AS
BU
IL
T D
ET
AIL
S
DA
TE
DA
TE
DA
TE
DA
TE
NU
MB
ER
DA
TE
ST
AT
ION
ST
AT
ION
DE
SC
RIP
TIO
N
RE
VIS
IO
NS
AF
TE
R P
RO
PO
SA
LS
DR
PR
OC
ES
SE
D
NE
W D
ES
IGN
ST
AT
E P
RO
JE
CT
NO
.S
HE
ET
NO
.T
OT
AL
SH
EE
TS
CO
MM
ON
EX
CA
V.
FIL
L
RO
CK
EX
CA
V.
MU
CK
EX
CA
V.
SH
EE
T T
OT
AL
S
DG
N
C.Y
.
C.Y
.C
.Y.
C.Y
.
21
83
221832-X
Sections3
5.5
1
-
- -
LM
S
JA
A
06/2017
07/2017
17
20
Do N
ot D
isturb
Do
N
ot D
istu
rb
(ex
istin
g)
16" w
ater m
ain
Do
N
ot D
istu
rb
(ex
istin
g)
16" w
ater m
ain
Do
N
ot D
istu
rb
(ex
istin
g)
16" w
ater m
ain
NH
RO
UT
E 1
1
21832
NH
RO
UT
E 1
1
21832
NH
RO
UT
E 1
1
21832
NH
RO
UT
E 1
1
21832
220
230
240
250
260
010
20
30
40
50
60
70
80
90
10
0-1
0-2
0-3
0-4
0-5
0-6
0-7
0-8
0-9
0-1
00
22
0
23
0
24
0
25
0
26
0
010
20
30
40
50
60
70
80
90
10
0-1
0-2
0-3
0-4
0-5
0-6
0-7
0-8
0-9
0-1
00
220
230
240
250
260
010
20
30
40
50
60
70
80
90
10
0-1
0-2
0-3
0-4
0-5
0-6
0-7
0-8
0-9
0-1
00
22
0
23
0
24
0
25
0
26
0
010
20
30
40
50
60
70
80
90
10
0-1
0-2
0-3
0-4
0-5
0-6
0-7
0-8
0-9
0-1
00
220
230
240
250
260
010
20
30
40
50
60
70
80
90
10
0-1
0-2
0-3
0-4
0-5
0-6
0-7
0-8
0-9
0-1
00
22
0
23
0
24
0
25
0
26
0
010
20
30
40
50
60
70
80
90
10
0-1
0-2
0-3
0-4
0-5
0-6
0-7
0-8
0-9
0-1
00
7'w
x 5'h
cm
p arch (existing)
T.W.
E.P.
T.W.
T.W.
T.W.
E.P.
T.W.
E.P.
T.W.
T.W.
T.W.
E.P.
T.W.
E.P.
T.W.
T.W.
T.W.
E.P.
103"W
X 7
1"H
PO
LY
CO
AT
ED
CO
RR
. M
ET
AL
AR
CH
IN
V.=
EL
. 241.2
5IN
V.=
EL
. 240.6
5
IN
V.=
EL
. 243.6
5
36" R
CP
(C
RIT
TE
R C
RO
SS
IN
G)
IN
V.=
EL
. 244.2
5
Exist. ROW Exist. ROW Exist. ROW
Exist. ROW
8:1
4:1
ST
A. 105+
00 (exist 7'w
x 5'h
corr m
etal arch C
L- S
TA
. 105+
01)
ST
A.
10
5+
03
- 3
6" R
.C.P
IP
E C
L
ST
A. 105+
14 -
103"W
X 7
1"H
PO
LY
ME
R C
OA
TE
D C
OR
R. M
ET
AL
AR
CH
CL
4:1
4:1
8:1
8:1
3:1
1%
2:1
1%
4:1
8:1
Exist. LAROW
Exist. ROW
Exist. LAROW
Exist. ROW
Exist. LAROW
woods
woods
woods
woodswoods
woods
T.O.B.
T.O.B.
T.O.B.
Wet Area
T.O.B.
Wet Area
Wet Area
T.O.B.
249.9249.9250.0
Rem
ove
1
2
Do
N
ot D
istu
rb
(ex
istin
g)
16" w
ater m
ain
Do
N
ot D
istu
rb
(ex
istin
g)
16" w
ater m
ain
Do
N
ot D
istu
rb
(ex
istin
g)
16" w
ater m
ain
SH
EE
T C
HE
CK
ED
AS
BU
IL
T D
ET
AIL
S
DA
TE
DA
TE
DA
TE
DA
TE
NU
MB
ER
DA
TE
ST
AT
ION
ST
AT
ION
DE
SC
RIP
TIO
N
RE
VIS
IO
NS
AF
TE
R P
RO
PO
SA
LS
DR
PR
OC
ES
SE
D
NE
W D
ES
IGN
ST
AT
E P
RO
JE
CT
NO
.S
HE
ET
NO
.T
OT
AL
SH
EE
TS
CO
MM
ON
EX
CA
V.
FIL
L
RO
CK
EX
CA
V.
MU
CK
EX
CA
V.
SH
EE
T T
OT
AL
S
DG
N
C.Y
.
C.Y
.C
.Y.
C.Y
.
21
83
221832-X
Sections76.8
6
-
- -
LM
S
JA
A
06/2017
07/2017
18
20
NH
RO
UT
E 1
1
21832
NH
RO
UT
E 1
1
21832
NH
RO
UT
E 1
1
21832
20:1
20:1
20:1
230
240
250
260
010
20
30
40
50
60
70
80
90
10
0-1
0-2
0-3
0-4
0-5
0-6
0-7
0-8
0-9
0-1
00
23
0
24
0
25
0
26
0
010
20
30
40
50
60
70
80
90
10
0-1
0-2
0-3
0-4
0-5
0-6
0-7
0-8
0-9
0-1
00
230
240
250
260
010
20
30
40
50
60
70
80
90
10
0-1
0-2
0-3
0-4
0-5
0-6
0-7
0-8
0-9
0-1
00
23
0
24
0
25
0
26
0
010
20
30
40
50
60
70
80
90
10
0-1
0-2
0-3
0-4
0-5
0-6
0-7
0-8
0-9
0-1
00
230
240
250
260
010
20
30
40
50
60
70
80
90
10
0-1
0-2
0-3
0-4
0-5
0-6
0-7
0-8
0-9
0-1
00
23
0
24
0
25
0
26
0
010
20
30
40
50
60
70
80
90
10
0-1
0-2
0-3
0-4
0-5
0-6
0-7
0-8
0-9
0-1
00
230
240
250
260
010
20
30
40
50
60
70
80
90
10
0-1
0-2
0-3
0-4
0-5
0-6
0-7
0-8
0-9
0-1
00
23
0
24
0
25
0
26
0
010
20
30
40
50
60
70
80
90
10
0-1
0-2
0-3
0-4
0-5
0-6
0-7
0-8
0-9
0-1
00
E.P.
T.W.
E.P.
E.P.
T.W.
E.P.
E.P.
T.W.
E.P.
E.P.
T.W.
E.P.
T.W.
T.W.
T.W.
T.W.
T.W.
T.W.
T.W.
T.W.
T.W.
T.W.
T.W.
4:1
3:1
3:1
Exist. ROW
Exist. ROW
Exist. ROW
Exist. ROW
Exist. ROW Exist. ROW
Exist. ROW
4:1
ST
A. 106+
00
ST
A. 105+
75
ST
A. 105+
50
ST
A. 105+
25
4:1
8:1
4:1
22
0
22
0
22
0
22
0
220
220
220
220
Exist. ROW
Exist. LAROW
woods
woodswoodswoods
woods
woods
woods
woods
T.O.B.
T.O.B.
T.O.B.
T.O.B.
ST
A. 105+
53
EN
D C
ON
ST
RU
CT
ION
250.1250.3250.5250.7
Do
N
ot D
istu
rb
(ex
istin
g)
16" w
ater m
ain
Do
N
ot D
istu
rb
(ex
istin
g)
16" w
ater m
ain
Do
N
ot D
istu
rb
(ex
istin
g)
16" w
ater m
ain
Do
N
ot D
istu
rb
(ex
istin
g)
16" w
ater m
ain
SH
EE
T C
HE
CK
ED
AS
BU
IL
T D
ET
AIL
S
DA
TE
DA
TE
DA
TE
DA
TE
NU
MB
ER
DA
TE
ST
AT
ION
ST
AT
ION
DE
SC
RIP
TIO
N
RE
VIS
IO
NS
AF
TE
R P
RO
PO
SA
LS
DR
PR
OC
ES
SE
D
NE
W D
ES
IGN
ST
AT
E P
RO
JE
CT
NO
.S
HE
ET
NO
.T
OT
AL
SH
EE
TS
CO
MM
ON
EX
CA
V.
FIL
L
RO
CK
EX
CA
V.
MU
CK
EX
CA
V.
SH
EE
T T
OT
AL
S
DG
N
C.Y
.
C.Y
.C
.Y.
C.Y
.
21
83
221832-X
Sections3
5.2
3
-
- -
LM
S
JA
A
06/2017
07/2017
19
20
NH
RO
UT
E 1
1
21832
NH
RO
UT
E 1
1
21832
NH
RO
UT
E 1
1
21832
NH
RO
UT
E 1
1
21832
230
240
250
260
010
20
30
40
50
60
70
80
90
10
0-1
0-2
0-3
0-4
0-5
0-6
0-7
0-8
0-9
0-1
00
23
0
24
0
25
0
26
0
010
20
30
40
50
60
70
80
90
10
0-1
0-2
0-3
0-4
0-5
0-6
0-7
0-8
0-9
0-1
00
230
240
250
260
010
20
30
40
50
60
70
80
90
10
0-1
0-2
0-3
0-4
0-5
0-6
0-7
0-8
0-9
0-1
00
23
0
24
0
25
0
26
0
010
20
30
40
50
60
70
80
90
10
0-1
0-2
0-3
0-4
0-5
0-6
0-7
0-8
0-9
0-1
00
230
240
250
260
270
010
20
30
40
50
60
70
80
90
10
0-1
0-2
0-3
0-4
0-5
0-6
0-7
0-8
0-9
0-1
00
23
0
24
0
25
0
26
0
27
0
010
20
30
40
50
60
70
80
90
10
0-1
0-2
0-3
0-4
0-5
0-6
0-7
0-8
0-9
0-1
00
E.P.
T.W.
E.P.
E.P.
T.W.
E.P.
E.P.
T.W.
T.W.
T.W.
E.P.
T.W.
T.W.
T.W.
T.W.
230
240
250
260
270
010
20
30
40
50
60
70
80
90
10
0-1
0-2
0-3
0-4
0-5
0-6
0-7
0-8
0-9
0-1
00
23
0
24
0
25
0
26
0
27
0
010
20
30
40
50
60
70
80
90
10
0-1
0-2
0-3
0-4
0-5
0-6
0-7
0-8
0-9
0-1
00
E.P.
T.W.
T.W.
T.W.
E.P.
T.W.
Exist. ROW
Exist. ROW
Exist. ROW
Exist. ROW
Exist. ROW
Exist. ROW
Exist. ROW
Exist. ROW
ST
A. 106+
25
ST
A. 106+
50
ST
A. 106+
75
ST
A. 107+
00
4:1
4:1
4:1
4:1
22
0
22
0
220
220
woods woods
woodswoods
woodswoodswoods
woods
LIM
IT
OF
WO
RK
ST
A.
10
7+
20
+81.9
5
251.0251.3251.6251.9
Do
N
ot D
istu
rb
(ex
istin
g)
16" w
ater m
ain
Do
N
ot D
istu
rb
(ex
istin
g)
16" w
ater m
ain
Do
N
ot D
istu
rb
(ex
istin
g)
16" w
ater m
ain
Do
N
ot D
istu
rb
(ex
istin
g)
16" w
ater m
ain
SH
EE
T C
HE
CK
ED
AS
BU
IL
T D
ET
AIL
S
DA
TE
DA
TE
DA
TE
DA
TE
NU
MB
ER
DA
TE
ST
AT
ION
ST
AT
ION
DE
SC
RIP
TIO
N
RE
VIS
IO
NS
AF
TE
R P
RO
PO
SA
LS
DR
PR
OC
ES
SE
D
NE
W D
ES
IGN
ST
AT
E P
RO
JE
CT
NO
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HE
ET
NO
.T
OT
AL
SH
EE
TS
CO
MM
ON
EX
CA
V.
FIL
L
RO
CK
EX
CA
V.
MU
CK
EX
CA
V.
SH
EE
T T
OT
AL
S
DG
N
C.Y
.
C.Y
.C
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C.Y
.
21
83
221832-X
Sections0
.21
-
- -
LM
S
JA
A
06/2017
07/2017
20
20
NH
RO
UT
E 1
1
21832
NH
RO
UT
E 1
1
21832
NH
RO
UT
E 1
1
21832
NH
RO
UT
E 1
1
21832
